305928 (v.1) Geotechnical Engineering 361
| Area: | Department of Civil Engineering |
| Contact Hours: | 3.0 |
| Credits: | 12.5 |
| Lecture: | 1 x 1 Hours Weekly |
| Tutorial: | 1 x 1 Hours Weekly |
| Laboratory: | 1 x 1 Hours Weekly |
| Prerequisite(s): | 302783 (v.1) Civil and Structural Analysis 262 or any previous version
AND
302787 (v.1) Geotechnical Engineering 262 or any previous version
|
| Stresses and strain in soils, shear strength, shear strength of sand, shear strength of clay, critical state theory. Soil bearing capacity for shallow foundations. Ultimate soil-bearing capacity for shallow foundations, Terzaghi's ultimate bearing capacity equation, effect of groundwater table, factor of safety, general bearing capacity equation, foundations subjected to one or two-way eccentricity, plate load test - a field test, bearing capacity of foundations on slope, and bearing capacity of sand based on settlement. |
| Year | Location | Period | Internal | Area External | Central External | | 2003 | Bentley Campus | Semester 1 | Y | | | |
Current as of: October 30, 2003 13:11:55
CRICOS provider code 00301J
